• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊

Latest Accepted

Latest Accepted articles have been peer-reviewed and accepted, which are not yet assigned to volumes/issues, but are citable by Digital Object Identifier (DOI).
Experimental research on the application of alkali residue-based lightweight soil subgrade filling
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DOI: 10.11779/CJGE20230955
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Experimental study on size effect of shear strength of joint with different infill ratios
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DOI: 10.11779/CJGE20230549
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The Influence of Constitutive model for Rockfill Material on the Calculated Stress and Deformation of Concrete-Faced Dam
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DOI: 10.11779/CJGE20230644
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Centrifuge investigation on the inclination of 2×2 energy pile group subjected to non-symmetrical cyclic thermal loading
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DOI: 10.11779/CJGE20230678
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Constitutive model for the interface between concrete slab and rockfill and its application
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DOI: 10.11779/CJGE20230758
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Mechanical response and micro-mechanism of humus soil solidified by industrial solid waste-cement
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DOI: 10.11779/CJGE20230780
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Pull-out bearing behavior and failure mode of scaled suction caisson
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DOI: 10.11779/CJGE20230556
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Fractional-order plasticity model of sand-silt mixtures
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DOI: 10.11779/CJGE20230666
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Numerical Simulation of Coupled Thermal-Hydro-Mechanical(THM) Behavior of Buffer Material in China-Mock-up test at Engineering Scale
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DOI: 10.11779/CJGE20230679
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Synchronous grouting diffusion and parameter optimization of shield tunnel based on discrete element method
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DOI: 10.11779/CJGE20230726
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Permeability of PVC-P geomembrane at the peripheral joints of high membrane faced rockfill dams
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DOI: 10.11779/CJGE20230744
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Study on engineering properties and environmental safety of bio-stimulated MICP treated lead-contaminated soil
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DOI: 10.11779/CJGE20230749
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Field test on the performance of diaphragm wall for an ultra-deep excavation in Shanghai soft ground
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DOI: 10.11779/CJGE20230760
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Study on dynamic optimization method of statistics of soil dry density of earth-rockfill materials
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DOI: 10.11779/CJGE20230824
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Analytical solutions for the performance of existing shield tunnel caused by overlying excavation in the presence of the portal frame
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DOI: 10.11779/CJGE20230338
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Longitudinal seismic fragility analysis of utility tunnel structures based on IDA method
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DOI: 10.11779/CJGE20230397
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SPH-FEM Simulation of Landslide induced by Earthquake with Considering Velocity Weakening Effect of Frictional Strength
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DOI: 10.11779/CJGE20230463
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Numerical Modeling and Monitoring of the Seismic Response of Coral Reef Island in Xisha Islands, South China Sea
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DOI: 10.11779/CJGE20230562
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A model for calculating water and earth pressures of shallowly buried pressurized shield tunnels under external water infiltration and internal water exosmosis conditions
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DOI: 10.11779/CJGE20230603
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Development and performance evaluation of a novel soft-contact earth pressure transducer for geotechnical centrifuge modeling
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DOI: 10.11779/CJGE20230642
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Improved convective particle domain interpolation material point method for tunnel large deformation analysis
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DOI: 10.11779/CJGE20230676
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Study on ultimate seismic capability of high earth-rock dam based on stochastic dynamic analysis
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DOI: 10.11779/CJGE20230690
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Experimental study on the influence of plasticizer on fluidity of convection-solidified silt
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DOI: 10.11779/CJGE20230828
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DEM analysis on the installation and bearing process of open-ended pile considering plugging effect
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DOI: 10.11779/CJGE20230340
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Experimental and theoretical study on the modeling of uplift bearing characteristics of screw anchor in sandy soil foundation
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DOI: 10.11779/CJGE20230394
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Coupling analysis method for flexible debris flow barriers considering water blocking and permeability effects
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DOI: 10.11779/CJGE20230517
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A Rapidly Prediction Method for Deterioration Depth of Cement Solidified Marine Soft Soil
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DOI: 10.11779/CJGE20230814
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Model test on earth pressure at rest of light weight soil behind rigid retaining wall
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DOI: 10.11779/CJGE20220928
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Shaking table test of landfill and progressive damage energy analysis
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DOI: 10.11779/CJGE20230413
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Study on the anisotropic wave velocities of granular material and the microscopic fabric using X-ray computed tomography
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DOI: 10.11779/CJGE20230425
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Active soil pressure resultant force algorithm of foundation pit adjacent to underground subway station
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DOI: 10.11779/CJGE20230570
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Scaling laws for centrifuge modelling of explosion-induced cratering in sand
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DOI: 10.11779/CJGE20230751
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Derivation of transformed stress method based on indirect thermodynamic method
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DOI: 10.11779/CJGE20230332
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Microscopic analysis of thermal conductivity of the bentonite as buffer materials under alkaline-thermal conditions
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DOI: 10.11779/CJGE20230473
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Method and application of concrete slab stress evaluation based on multi-axial strength criterion
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DOI: 10.11779/CJGE20230515
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Research and application for balance mechanism of excavation surface of slurry shield tunnel considering cutterhead thrust
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DOI: 10.11779/CJGE20230324
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In-situ investigation of site liquefaction and liquefaction-induced damage triggered by the Feb. 6th, 2023, Türkiye earthquakes
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DOI: 10.11779/CJGE20230333
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A CPTU-based earth pressure model of deep excavations under complex environment and its practical application
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DOI: 10.11779/CJGE20230649
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Experimental study on soil freezing characteristic curve based on low field nuclear magnetic resonance technology
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DOI: 10.11779/CJGE20230301
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Experimental study on fatigue damage evolution mechanism of hard layer sandstone under cyclic loading
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DOI: 10.11779/CJGE20230267
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Deformation strength characteristics of unsaturated remoulded loess simulated by BBM model
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DOI: 10.11779/CJGE20230327
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Full scale experimental study on horizontal cyclic bearing capacity of cement-soil improved piles in liquefiable sites
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DOI: 10.11779/CJGE20230317
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Numerical experiments study on scale effect of contact characteristics of rock joints
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DOI: 10.11779/CJGE20230673
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An new underground excavation method based on large rigidity support system
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DOI: 10.11779/CJGE20230236
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Analysis of vertical water curtain design parameters and its effect on underground water-sealed oil storage cavern
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DOI: 10.11779/CJGE20230353
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Study on the influence of confining pressure and fracture inclination on granite mechanical behavior
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DOI: 10.11779/CJGE20230759
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Study on deterioration mechanism of mechanical property and microscale structure in Xanthan gum reinforced soil under dry and wet cycle based on CT scanning technology
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DOI: 10.11779/CJGE20230165
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Damage evolution mechanism of coal rock under long-term soaking
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DOI: 10.11779/CJGE20230229
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Construction and application of two-dimensional axisymmetric temperature field model for high-level radioactive waste disposal repository
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DOI: 10.11779/CJGE20230253
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Experimental study on cyclic loading and unloading of remolded loess under different stress paths
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DOI: 10.11779/CJGE20230307
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Study on size effect of geotechnical small scale model test
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DOI: 10.11779/CJGE20230167
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Simulation and test study on air flow field characteristics of high speed centrifuge chamber with inlet and outlet
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DOI: 10.11779/CJGE20230116
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Field test on behavior of pre-bored grouted planted pile under compression and tension in soft soil area
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DOI: 10.11779/CJGE20221414
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Experimental study on the influence of load and deformation of shield tunnel under side grouting
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DOI: 10.11779/CJGE20221422
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Updates to the Grasselli’s 2D morphology parameter for estimating the JRC of rock joint
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DOI: 10.11779/CJGE20230099
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An improved Green-Ampt model for rainfall infiltration analysis of multi-layered heterogeneous soil slopes
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DOI: 10.11779/CJGE20230205
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Centrifugal model study on contact characteristics of interface between contact clay and bank slope in high core rockfill dam
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DOI: 10.11779/CJGE20230265
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Investigation on the impact effect of debris avalanches based on centrifuge modeling and DEM simulation
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DOI: 10.11779/CJGE20230304
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Comparation and analysis of blasting disturbance under different hole arrangement in presplitting excavation of dam foundation gentle slope
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DOI: 10.11779/CJGE20230110
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Seismic vulnerability assessment of buried corroded steel pipe under different site conditions
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DOI: 10.11779/CJGE20230033
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Research on calculation method and characteristics of band gap of periodic pile row structure based on domain decomposition and Nullspace technology
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DOI: 10.11779/CJGE20221552
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A comprehensive evaluation method for landfill stabilization under aeration with application
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DOI: 10.11779/CJGE20230025
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Development and demonstration of prototype test platform for segmental tunnel lining under complex loading scenarios
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DOI: 10.11779/CJGE20230155
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Effects researches of soluble soybean polysaccharides on solidifying aeolian sand by soybean-urease induced carbonate precipitation
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DOI: 10.11779/CJGE20221554
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Viscoelastic - plastic constitutive model of remolded loess based on plastic element infinitesimalization
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DOI: 10.11779/CJGE20221452
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Reaction principle, deposition and failure mechanisms and theory of biomineralization: Progress and Challenges
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DOI: 10.11779/CJGE20230004
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Study on the in-situ liquefaction test considering the effect of overburden pressure
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DOI: 10.11779/CJGE20230096
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Development of droplet microfluidic system and regime of biomineralization
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DOI: 10.11779/CJGE20230255
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Micropermeation mechanism of PVC-P geomembrane by low field NMR technology
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DOI: 10.11779/CJGE20221546
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Experimental study on the migration and deposition of particles under alternating dynamic loads and static loads
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DOI: 10.11779/CJGE20230168
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Model test study on disturbance characteristics of surrounding rock inloess shield tunnel excavation
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DOI: 10.11779/CJGE20230054
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Study on deformation characteristics of Lop Nur salt rock subgrade filler under the influence of temperature
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DOI: 10.11779/CJGE20221540
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Characteristics of compressive bearing capacity and resistance to foundation freeze-thaw of the isolation helical pile
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DOI: 10.11779/CJGE20230209
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Constitutive Model Simulation for Mechanical Response of Anisotropic Sand under Different Principal Stress Directions
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DOI: 10.11779/CJGE20221454
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Experimental study of the influence of temperature on the diffusion behavior of self expanding polymer slurry in fractures
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DOI: 10.11779/CJGE20221530
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Field tests on the penetration process of composite bucket foundation for offshore wind turbines
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DOI: 10.11779/CJGE20220157
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The Integrated Study on Stability Judgment Method about Grouted Anchor Tests
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DOI: 10.11779/CJGE20230006
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Evaluation method of uncertainty in seismic response of 3-D sedimentary basins based on artificial neural network
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DOI: 10.11779/CJGE20221399
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Experimental study on mechanical properties of excavated unloaded rock mass under high permeability pressure and cyclic loading and unloading environment
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DOI: 10.11779/CJGE20221470
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Theoretical equation to predict permeability coefficient for unsaturated sandy soils and its application in the quality analysis of pavement drainage base layer
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DOI: 10.11779/CJGE20221049
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Study on shear mechanics and acoustic emission characteristics of penetrating standard JRC double joints
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DOI: 10.11779/CJGE20221395
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A fractal model for predicting the irreducible fluid saturation of two-phase flow in rock media under stress
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DOI: 10.11779/CJGE20221474
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Retention and transport behavior of silicon micropowder in sand under periodical water level fluctuations
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DOI: 10.11779/CJGE20221229
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Study on erosion process and strength evolution mechanism of gap-graded cohesionless soil
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DOI: 10.11779/CJGE20221400
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New solutions of Meyerhof’s bearing capacity for foundations near slopes under asymmetric failure modes
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DOI: 10.11779/CJGE20221051
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